Specification Part 3 - Road & Bridge Works - Urban Administration ...

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CONTENT Clause No Description 2001 DESCRIPTION 2002 GENERAL 2003 STEEL BEARINGS 2004 SPECIAL BEARINGS 2005 ELASTOMERIC BEARINGS 2006 POT BEARINGS 2007 INSPECTION AND TESTING 2008 TESTS AND STANDARDS OF ACCEPTANCE 2009 MEASUREMENTS FOR PAYMENT 2010 RATE
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GOVERNMENT OF MADHYA PRADESH, URBAN
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SECTION 100
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101 INTRODUCTION These specificatio
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13.2 74 *11.2 *63 9.50 53 *8.00 *45
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107 CONTRACT DRAWINGS 107.1 The Con
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110.3 No clearance or alterations t
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Any vehicle with open load-carrying
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warning lights of similar type shal
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Location of the scales shall be as
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c) Sequence of construction and det
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ecording shall be done in the prese
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IRC : 47-1972 IRC : 48-1972 Tentati
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Number Designation IS:1216-1978 IS:
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Number Designation IS:12269-1987 IS
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Number Designation BS:7542 CRR I &
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CONTENT Clause No Description 201 S
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(v) All products of clearing and gr
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202.6. Measurements for Payment The
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CONTENT Clause No Description 301 E
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301.3 Construction Operations 301.3
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301.6 Preparation of Cut Formation
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(13) At a time, not more than 10 ch
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All overburden soil and weathered r
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If it is determined beforehand that
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11. Excavation in marshes shall beg
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Table 300-2 Compaction Requirements
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maintained at such a crossfall (not
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(c) Only the materials satisfying t
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4 Where the available embankment ma
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of drainage. 309.2 Surface Drains S
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Damage to the fabric resulting from
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CONTENT Clause No 401 GRANULAR SUB-
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TABLE 400-1. GRADING FOR CLOSE -GRA
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(iii) Compaction: Density shall be
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402.3.6. Addition of lime: Lime may
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TABLE 400 -6. PHYSICAL REQUIREMENTS
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The consolidated details of quantit
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(4) Rolling shall be discontinued w
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(ii) Furnishing all materials to be
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(4) Optimum moisture for mixing sha
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406.8 Measurements for Payment Wet
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iv) For kerb in running meters v) F
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409.3.4 Precast cement concrete blo
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The surface finish of construction
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CONTENT Clause No Description 501 G
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(k) Use of Premix seal coat:- It is
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Number 0 and 1 are of very low cons
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area beyond it, shall be laid by ha
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501.8. Preparation of Surface 501.8
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Normally, the maximum layer thickne
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5. 6. Bituminous penetration macada
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Control of temperature of binder in
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501.8.7.5 Tack coat: This is to be
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6. Emergency Response 6.1. The Cont
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carpet to ensure a proper bond betw
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504.2.2. Coarse aggregates: (i)The
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504.8. Rate The cont react unit rat
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505.7. Measurement for Payment Pene
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The contract unit rate for built-up
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507.3. Mixture Design 507.3.1. Requ
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507.4. Construction Operations 507.
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1. IS: 2386 Part 1 2. IS: 2386 Part
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508.8. Measurement for Payment The
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Notes: 1. The combined aggregate gr
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ase, followed by a cover of stone c
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The equipment and general procedure
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Aggregates (a) Nominal Stone size 1
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(A) Premix Carpet (a) Coarse aggreg
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511.2.6. Surface finish and quality
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(i)The stone chips shall consist of
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S. No. Nominal size of aggregate De
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* In cold climatic regions (tempera
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(vi)During cooking and mixing, care
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(i)It is usual to use ordinary Port
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(iii)The Contractor shall monitor t
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519.2.1.3. Aggregate grading and bi
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evaporation of water and/or solvent
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519.3.1.3 Aggregate grading and bin
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519.3.6. Measurement for payment: R
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Loss in Weight, %., Maximum Increas
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522.2. Materials 522.2.1. Binder: B
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600 Concrete Pavements
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601. DRY LEAN CEMENT CONCRETE SUB-B
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601.4. Subgrade The subgrade shall
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601.5.7. Curing: As soon as the lea
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602.2. Materials 602.2.1. Source of
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602.3.2. Cement content: The cement
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602.6.2.2. Contraction joints: Cont
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602.6.6. Tie bars 602.6.6.1. Tie ba
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602.9.3.2. Batching plant and equip
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602.9.5.2. The concrete shall be di
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mechanical sprayer shall incorporat
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after concrete has set to expose do
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joints is completed including the c
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603.2.3.4. The coarse and fine aggr
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603.9. Tolerances for Surface Regul
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701 GEOSYNTHETICS IN ROAD AND BRIDG
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Table 700-2 Geotextile Requirements
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strong acid/bases, flames including
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702.4 Measurement for Payment The g
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dimensional stability relative to e
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706 GEOSYNTHETICS FOR HIGHWAY PAVEM
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707.2.3 Tack coat: The tack coat us
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708.3.2 Construction and installati
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CONTENT Clause No Description 801 T
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801.3.1. General requirements: The
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lack free adhesive activated by hea
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(iii) (iv) (v) (vi) (vii) (viii) (i
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802.1.1. Overhead signs may be used
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802.7.6. Before erecting support st
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(c) Skid resistance : not less than
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(b) The marking shall not lift from
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The work covers supplying and fixin
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809.3.1. The location of crash barr
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810.7.3. No measurement for payment
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901. GENERAL 901.1. All materials t
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902.3. Surface Levels The levels of
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eplacement of a bituminous layer is
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per 5 tones 3. Water Bound Macadam
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CONTENT Clause No Description 1001
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ecommended threshold values as per
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S 415 IS:17B6 High Yield 415 200 St
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and testing of concrete. The contra
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prevented. The use of correctly for
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1105. TEST PILES 1105.1. Test piles
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The concrete shall be properly grad
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During driving the top of pile shal
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concrete in the installed pile and
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the head to the butt of the shoe or
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1201. DESCRIPTION This work consist
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1205. WELL CURB 1205.1. The well cu
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Separate high pressure connection f
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Care shall be taken to keep all par
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The well shall be uniformly seated
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d) The Contract unit rates for sand
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CONTENT Clause No 1301 DESCRIPTION
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Such soaked bricks shall be stacked
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The surfaces can be finished by "jo
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In case of plaster finish, the mini
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e fluid mixed thoroughly and then p
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1405.3.5. Quoin stone : Quoin stone
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1405.9. Wee Holes Weep holes shall
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1504.6. Shuttering for walls, slopi
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When formwork is dismantled, its in
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Page 303 and 304: (i) In case of beam and slab constr
Page 305 and 306: (iii)The fabrication, furnishing an
Page 307 and 308: CONTENT Clause No Description 1701
Page 309 and 310: TABLE 1700-3. FOR BRIDGES OTHER THA
Page 311 and 312: (iii)The initial trial mixes shall
Page 313 and 314: Unless specified otherwise, equipme
Page 315 and 316: All under water concreting shall be
Page 317 and 318: disappears. The second application
Page 319 and 320: (iv) After the passage of the above
Page 323 and 324: 1802.2.3. In severe environment, ca
Page 325 and 326: strength of steel to concrete. Grou
Page 327 and 328: ) If the calculated elongation has
Page 329 and 330: 1809.5. Protection of Ends The expo
Page 331 and 332: 1900 Structural Steel
Page 333 and 334: 1901. DESCRIPTION This work shall i
Page 335 and 336: All work shall be in accordance wit
Page 337 and 338: 1904.3.2. Block drilling : Where th
Page 339 and 340: Taper washers with correct angle of
Page 341 and 342: Welding shall not be done when the
Page 343 and 344: column. This dimension shall be mea
Page 345 and 346: IS:7969 dealing with handling of ma
Page 347 and 348: (i) (ii) (iii) iv) Visual Inspectio
Page 349 and 350: (ii) Chemical Resistant Paints The
Page 351 and 352: Two coats of aluminum paint conform
Page 353: Weight of structural secti ons shal
Page 357 and 358: 2003.2. Construction Operations a)
Page 359 and 360: h) Placing of the bearing and morta
Page 361 and 362: iv) Depth of embedment of the backi
Page 363 and 364: The bearings shall be fabricated wi
Page 365 and 366: Composition (see Note 1 below) Hard
Page 367 and 368: for inspection, according to the sp
Page 369 and 370: Name Rotation Element Sliding Eleme
Page 371 and 372: 2006.3. Materials a) Steel i) Struc
Page 373 and 374: ) Forms ->sturdiness, leak proofing
Page 375 and 376: 2100 Open Foundations
Page 377 and 378: 2101. DESCRIPTION The work shall co
Page 379 and 380: 2200 Sub-structure
Page 383 and 384: 2300 Concrete Superstructure
Page 387 and 388: a) upto and including 2m : + 5 mm o
Page 391 and 392: 2402.1.1. Preliminary exploration s
Page 393 and 394: 2404.7.2. Drilling through rock is
Page 395 and 396: 2408.1. For proper identification o
Page 397 and 398: 2411.1.1. Cohesion less soil a) Cla
Page 399 and 400: 2414. RATE The contract unit rate s
Page 403 and 404: The stones used in apron shall be s
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Notes : 1. Filter design may not be
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The earth work in construction of e
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Any acceptance of alternative types
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thick premoulded joint filler Tilli
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2606.3. Supply and Handling i) The
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e) Pre-Setting i) The main purpose
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2607. STRIP SEAL EXPANSION JOINT 26
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c) Expansion joint material shall b
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2609. MEASUREMENTS FOR PAYMENT The
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2703.2. Metal Railings Materials, f
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of all labour, material, tools and
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Celsius * In the case of two compon
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a) Penel ration/Visual Examination
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used for this purpose may be Aceton
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NOTE : For specialised treatment li
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existing structure including reinfo
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2900 Pipe Culverts
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2901. SCOPE This work shall consist
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R.C.C. pipe culverts shall be measu
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compacted by 80 to 100 kN smooth wh
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depth can be controlled. The depth
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Specification Part 3 - Road & Bridge Works - Urban Administration ...

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